EXPOSED TO WIND

EXPOSED TO WIND11'-0" CEILING

11'-0" CEILING

11'-0" CEILING

STEPOVERAHU

LOADED FOR HEADERNON BEARING

LOADEDFORHEADER

NONBEARING

U:1687

DROPPEDTOPCHORD

U:1376

U:1376

U:1197

U:1126

U:1128

U:1128

U:1129

U:1127

U:1128

U:1129

U:1129

U:1190

U:1189

U:1189

U:1189

U:1190

U:1189

U:1189

U:1133

U:1133

U:1133

U:1133

U:1130

U:1133

U:1133

U:1194

U:1194

U:1190

U:1194

U:1194

U:1194

U:1194

U:1133

U:1133

U:1133

U:1194

U:1194

U:1194

U:1348

U:1399

U:1396

TILE ROOF COVERING

EXPOSEDTOWIND

LEDGER BY BUILDER

LEDGER BY BUILDER

A*

A*

A*

A*

A*

A*

A A

A A A

A A

LG2

LG1

A01A

A02A

A03A

A04A

A05A

A06

A07

A08

A09

A10

H7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7

C1

C3

EJ7C

C1

C3

C5B

A21L

A20L

A19L

A18L

A17L

A16L

A15L

A12

A12

A11

A11

A12

A12

A14

A12

A12

I03L

I02L

I01L H

7

C1

C3

C5A

C1

C3

EJ7B

EJ7

EJ7

EJ7

EJ7

D02L

D01L

B02L

B01L

CJ6A

H7

C1

C3

EJ7B

EJ7

EJ7

C1

C3

C5A

G01L

H7

C1

C3

CJ5A

C1

C3

EJ7B

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

K03

K01

K01

K01

K01

K01

F04

F03

F02

F01

H7

H7

C1

C3

C5A

C1

C3

EJ7B

C1

C3

C5A

C1

C3

EJ7B

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

V3

V5

67-04-00

4-05-00

14-08-00

12-06-00

2-00-00

14-08-00

2-00-00

11-10-00

14-04-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

1-00-00

5-04-00

1-00-00

1-00-00

1-02-08

10-00-00

18-00-00

2-00-00

10-00-00

12-00-00

10-00-00

1-10-08

67-08-00

2-04-00

5-09-08

6-00-00

6-00-00

31-00-00

19-00-00

8-00-00

5-09-08

2-00-00

2-08

1-09-08

2-00-00

2-00-00

1-02-08

1-09-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

5-09-08

5-09-08

5-09-08

50-00-00

75-04-00

50-00-00

13-10-08

17-08-00

(1) PLY FLR. TRUSSCORNER HIP

HGUS28-3

960

0

G

0

0

9100

0

765

HTU28

0

2385O

Q

N/A R

HGUS210-4

D

B

ROOF AND FLOOR TRUSS HANGER SCHEDULE

F

THJA26

0

SUR210

2435

H

HGUS26-2

HTU26

0

0

LUS24

2680

I

0

R

HGUS26-3, HGUS28-3HGUS28-4 SIMILAR

0

7460

3235

CORNER HIP

M

HTU26, HTU28 HHUS46

(3) PLY

N

1250

3410

2155

0

C

P

2980

HTU26-2

865

C

0

3235

0

6

765

0

N

G

0

HJC26

865

0

N/A

0

4310 / 4680

0

L

M

1760

HGUS26-3

L 1250

K

3600

Q

2790

ID

1550

9100

490

1855

1840

0

I

0

1440

0

2940

2940

N/A

1055

0

(1) PLY

A

E

0

1250 / 1555

QTY/RF

1530 / 3485

0

A*

1855

1440

SYMBOL

2155

SUL26

P

THA422, THA426THAC422 SIMILARHJC26

3820

A

HHUS46

0

0

0

THA422

5320

NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION

895 A*

QTY/FL UPLIFT

B

S

1760

5230

(1) PLY

3265

1515 / 2175

D

J

2435

(1) PLY FLR. TRUSS

0

(2) PLY

0

SUL210

MODEL

HTU28-2

FLOOR

2245

1235 / 2140

SUR26

LUS24

3820

S

4355

0

2245

O

7460

4355

7460

4095

2245

3895 / 4680

7

HTU26-2, HTU28-2HGUS26-2, HGUS28-2

725

J

THA426

E

0

N/A

THJA26

THAC422

1055

0

2245

H

F

0

0

ROOF

3200 / 3600

1855

HGUS28-2 7460

K

5

4-1

/16"

2x4 T.C. MIN.

TILE ROOF

14 1/2"" O/H

12

ELEV. 10'-0"

10'-0" BEARING

14'-0" BEARING

Hatch Legend

REVISIONS

No. DATE NOTES BY

CAUTION!!!

DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.

ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)

ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.

REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.

1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.

2) BEARING BLOCK REQUIREMENTS.

3) SCAB DETAILS (IF REQUIRED)

4) UPLIFT AND GRAVITY REACTIONS.

WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY PROBUILD.NO EXECPTIONS.

THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.

6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319

IMPORTANT

This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your Protection

Check All Dimensions And Conditions Prior ToApproval Of Plan.

SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.

By _________________________Date___________

NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.

CERTIFIED PLANT

Truss Technician

ProBuild East

11212

ProBuild East

TTT Level III

TM

MIKE DAVIS

DATE DRAWN 11/29/2016

DATE PRINTED 11/29/2016

MASTERJOB No.

WIND LOAD 160 MPH

EXPOSURE CATEGORY C

OCCUPANCY CATEGORY II

IMPORTANCE FACTOR 1.0

WIND DURATION FACTOR 1.60

OPENING CONDITIONS ENCLOSED

GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS

TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS

DESIGN CODE FBC2014/TPI2007

WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10

TRUSS LOADING ROOF

TCLL 20 PSF

TCDL 20 PSF

BCLL 0 PSF

BCDL 10 PSF

TOTAL 50 PSF

DURATION 1.25

TCDL / TO RESIST UPLIFT 5 PSF

BCDL / TO RESIST UPLIFT 5 PSF

TRUSS LOADING

ROOF PITCH 5/12

CEILING PITCH FLAT

TOP CHORD SIZE 2 x 4 MIN.

BOTTOM CHORD SIZE 2 x 4 MIN.

OVERHANG LENGTH N/A

CANTILEVER 14 1/2"

END CUT PLUMB

FLOOR TRUSS SPACING N/A

ROOF TRUSS SPACING 24"

ROOF PITCH

BUILDER DR Horton

PROJECT 2540 L RH EXTENDED LANAI

MODEL 2540 L

ADDRESS --

CITY, STATE --, FL.

LOT --

COUNTY --

DRAWN BY D.W.

ENG. BY D.W.

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A01A

A02A

A03A

A04A

A05A

A06

A07

A08

A09

A10

H

7

A

EJ7

A

EJ7

A

EJ7

A

EJ7

A

EJ7

A

EJ7

A

EJ7

C1

C3

EJ7

C

C1

C3

C5B

A21L

A20L

A19L

A18L

A17L

A16L

A15L

A12

A12

A11

A11

A12

A12

A14

A12

A12

I03L

I02L

I01L

H

7

C1

C3

C5A

C1

C3

EJ7

B

EJ7

EJ7

EJ7

EJ7

D02L

D01L

B02L

B01L

CJ6

A

H

7

C1

C3

EJ7

B

EJ7

EJ7

C1

C3

C5A

G01L

H

7

C1

C3

CJ5A

C1

C3

EJ7

B

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

K03

K01

K01

K01

K01

K01

F04

F03

F02

F01

H

7

H

7

C1

C3

C5A

C1

C3

EJ7

B

C1

C3

C5A

C1

C3

EJ7

B

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

V3

V5

A*

A*

A*

A*

A*

A*

A

A

AA

A

AA